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HomeMy WebLinkAboutB16-0031_S500_1480363560.pdfd TOP & BOTTOM COPE TYP 3" 1 1/2" d/2 MIN COPE LENGTH, SEE SCHED 1 1/2" 1/2" RADIUS TYP COPE ALL HOLES IN BEAMS ARE STANDARD HOLES 1 1/2" LOOSE LINTEL SCHEDULE: 6" STONE REMARKS LINTEL SIZE OPENING LENGTH, L 6" 6" 6" 4" BEARING EE L ≤ 4'-0" L5x5x5/16 10'-0" < L ≤ 12'-0" 6'-0" < L ≤ 8'-0" 8'-0" < L ≤ 10'-0" - 4" 4'-0" < L ≤ 6'-0" - - - - L5x5x5/16 L5x5x5/16 L6x6x5/16 L6x6x1/2 NOTES: 1. HEIGHT OF STONE SUPPORTED BY LINTEL MUST BE => OPENING LENGTH / 2 (ARCHING). 2. IF OPENING LENGTH EXCEEDS TABULATED VALUES OR HEIGHT OF STONE DOES NOT MEET REQUIREMENTS GIVEN ABOVE, NOTIFY STRUCTURAL ENGINEER. 3. LOOSE LINTELS ARE SIZED TO CARRY VENEER ONLY. 4. DEFLECTION OF LINTEL HAS BEEN LIMITED TO OPENING WIDTH/600. 5. LINTEL DESIGN BASED ON A36 STRUCTURAL STEEL. STONE VENEER ANGLE MAX VENEER HEIGHT STUD SPACING (3) #24x3" SCREWS @ EA STUD 16" 5'-0" 7'-0" 10'-0" INSTALLATION NOTES: 1. PREDRILL HOLES 70% SHANK DIAMETER. 2. FIELD DRILL HOLES IN ANGLE AFTER STUDS ARE LAID OUT. 3. CENTER SCREWS IN EACH STUD. LINTEL SIZE L8x8x1/2 L8x8x1/2 L8x8x1/2 12" 8" (3) #24x3" (3) #24x3" SCREW LAYOUT 1" 2" 2" 3" COPED AT TOP FLG ONLY COPED T&B S500 4 T/2 MIN BEAM TO GIRDER 5/16 5/16 TYP TYP RECT OR ROUND HSS COLUMN OR PIPE 1/2" 5/16 5/16 ~ MIN WALL THK = 0.237" ROUND HSS OR PIPE 3" W RECT HSS 3/16" MIN WALL THK (4"Ø THRU 22"Ø) WHERE WALL THICKNESS < MIN, PROVIDE THRU PLATE AS SHOWN 4" 3/16" 5" 3/16" 6" 3/16" S500 4 A A W 1 1/2" 1/2" MAX 1 1/2" MAX AT SKEWED CONNS 1/2" AT ORTHOGONAL CONNS, S500 3 3/16 PL1/4x3 1/2x0'-5" PL1/2x3 1/2x0'-10" 1/8 SIMPSON HUC210-3 3/16 3/16 L3x3x5/16x0'-5" W10 AT SIM FOR TYP CONNECTION SEE ---1 1/2" MIN SUPPORT, SEE DTLS PL 3/8: ≤ 5 BOLTS, STANDARD OR HORIZ SHORT SLOTS MAY BE USED ≥ 6 BOLTS, HORIZ SHORT SLOTS REQUIRED TYP 3" MIN 1 1/2" MIN 3" MAX 1 1/2" MIN 3/4"Ø A325 SINGLE PLATE CONNECTION SCHEDULE - MAX REACTION (KIPS) - ULTIMATE LEVEL (LRFD) BEAM SIZES COPE CONDITION # OF BOLTS 4 3 2 6 5 7 8 9 2 3 4 5 2 3 4 5 COPE TYPE UNCOPED COPE LENGTH ≤ 4" COPE LENGTH ≤ 5 1/4" 22-30 12-19 & C10 31 & UP 18-28 10-15 & C8 33-45 49 & UP 14-22 & C12 26-35 40 & UP W8 W10 W12 W14 W16 W18 W21 W24 22-26 30-38 43 & UP 26-31 36-57 67 & UP 35-46 50-71 76 & UP 44-57 62-93 101 & UP 55-62 NOTES: 1. # INDICATES WEB REINFORCEMENT REQD TO ACHIEVE NOTED CAPACITY. SEE 2. FOR SKEWED BEAM CONNECTIONS SEE 68 & UP 6 7 8 9 6 7 8 9 T INDICATES TOP COPE ONLY TB INDICATES TOP AND BOTTOM COPE T TB T T TB T TB TB T TB TB T TB T T TB T T TB T TB T TB TB TB T TB T T TB T TB 19 9 24 24 13 24 24 17 24 21 11 24 14 24 24 17 24 24 20 24 22 12 41 26 24 13 43 43 31 24 17 43 24 39 43 31 36 41 62 43 33 60 39 62 43 62 81 62 43 40 62 81 81 81 81 81 81 100 81 62 100 81 118 118 15 9# 20 10 24 13 16 9# 24 11 24 13 24 15 17 9 35 19 24 10 43 23 24 13 43 31 23 28 32 26 45 31 55 41 62 31 56 81 81 37 62 81 81 43 62 81 81 81 81 62 62 62 62 62 81 62 81 81 62 81 62 81 81 62 81 81 62 81 118 81 62 62 62 62 62 62 62 81 62 81 62 81 62 81 62 81 62 81 62 24 24 24 43 43 39 25 33 20 43 43 32 43 25 43 43 62 43 62 43 62 43 62 43 43 62 62 43 62 62 62 62 81 62 62 81 81 62 81 62 118 81 62 118 81 62 118 81 62 81 62 81 62 100 100 100 100 43 43 43 43 43 43 43 43 43 43 100 100 100 100 100 100 100 100 100 43 43 43 43 43 43 43 43 43 100 118 118 118 118 100 100 100 100 100 100 100 100 100 3/8" STIFFENER PL EACH SIDE OF COLUMN COLUMN ABOVE CAP PL 1/2" W/ (2) 3/4"Ø BOLTS @ BEAM GAGE COLUMN BELOW 3/16 1" 3/16 3/16 1 1/2"1 1/2" HSS POST ~ RE: PLAN. 3/8" STIFFENER PL EACH SIDE OF COLUMN STEEL BEAM SEE PLAN BOLTS + 1-1/2" EDGE FLANGE EXTENSION AS REQ'D FOR HSS COLUMN W/ BASE PL 3/4" & (4) 3/4"Ø BOLTS 1" 3/4"Ø ANCHOR RODS, UNO PL WASHER 1/2x2x2 W/ STD HOLE 1 5/16"Ø HOLES HSS COLUMN TYPICAL BASE PLATE CONSTRUCTION 3/4" PL 1" NS GROUT DOUBLE NUT OR HEADED ANCHOR ROD OPTIONAL LEVELING NUTS 1'-0" MIN ABOVE NUT 2" MIN PROJECTION BASE PLATE 1'-2" 1'-2" 2" TYP 5/16 BP1 - INTERIOR 5 1/2" 1'-2" 2" TYP 5/16 BP2 - EDGE/WALL 11" 2" TYP 5/16 BP3 - CORNER 5 1/2" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 1'-0" 5/16 BP4 - END/WALL 2" TYP 3" 4" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 6 3/4" 4" TYP GROUT SOLID (2) 3/4" PL TOP PL W/ LONG HORIZ SLOTS 1/4 (2) 3/4"Øx9" EMBEDDED HEADED ANCHOR RODS 5/16 1" 3/16 3/16 HSS POST ~ RE: PLAN. 3/8" STIFFENER PL EACH SIDE OF COLUMN STEEL BEAM SEE PLAN ALIGN COLUMN WITH EDGE OF STUD 1" SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2016 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PRICING 1/15/16 COORDINATION 2/9/16 CD 3/1/16 4/26/16 CD SET REV 8/12/16 ASI #5 5 3090 BOOTH CREEK DR VAIL, COLORADO 9/16/2016 9:43:43 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S500 REIMERS RESIDENCE TYPICAL STEEL DETAILS KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 NO SCALE 3 TYP BEAM COPE GEOMETRY NO SCALE 8 LOOSE LINTEL SCHEDULE (STONE) NO SCALE 7 STONE VENEER ANGLE NO SCALE 4 TYP BEAM SINGLE PLATE NO SCALE 10 TYP BEAM SINGLE PLATE CONNECTION SCHEDULE - LRFD 3/4" = 1'-0" 13 STEEL COLUMN AT STEEL BEAM 3/4" = 1'-0" 12 TYP COL BASE PLATE - GRAVITY 1 1/2" = 1'-0" 14 W10 BEAM POCKET AT CORNER 3/4" = 1'-0" 15 W18 STEEL BEAM OVER COLUMN 5 09/16/2016 11/28/16